Experimental Study on Flexural Bearing Capacity of Concrete Beams Strengthened with NSM CFRP-PCPs Composite Bars

Li Hong Cheng; Jiong Feng Liang; Ming Hua Hu

doi:10.4028/www.scientific.net/AMM.584-586.908

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 584-586Experimental Study on Flexural Bearing Capacity of...

Experimental Study on Flexural Bearing Capacity of Concrete Beams Strengthened with NSM CFRP-PCPs Composite Bars

Abstract:

The flexural behavior of concrete beams strengthened with near surface mounted (NSM) CFRP-PCPs composite rebars was studied. Experimental results showed that embedded CFRP-PCPs reinforcement method can effectively improve strength, stiffness and cracks of the reinforced concrete member, and PCPs increased with concrete bonding area, thus avoiding the strip damage of the traditional embedded reinforcement.

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Periodical:

Applied Mechanics and Materials (Volumes 584-586)

Pages:

908-911

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.584-586.908

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Online since:

July 2014

Authors:

Li Hong Cheng*, Jiong Feng Liang, Ming Hua Hu

Keywords:

CFRP-PCPs, Composite Rebars, Flexural, Near Surface Mounted (NSM)

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* - Corresponding Author

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